The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
C. The inner face in one direction
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
4.75 mm
30 mm
60 mm
75 mm
0.37 fy
0.57 fy
0.67 fy
0.87 fy
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Magnesium oxide
Iron oxide
Silica
Lime
20 m
30 m
45 m
60 m
Construction joints are necessarily planned for their locations
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above
Dry
Earth moist
Semi-plastic
Plastic
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
100 kg
110 kg
120 kg
130 kg
3 days
7 days
21 days
28 days
1.5
2.0
2.5
3.0
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Aggregates
Cement
Water
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
10 m
15 m
15 m
45 m
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Segregation
Compaction
Shrinkage
Bulking
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
Floating
Screeding
Trowelling
Finishing